| 门式刚架梁柱节点的合理计算 |
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| 引用本文： | 冯海悦,冯东,朱莎,汪一骏.门式刚架梁柱节点的合理计算[J].北方交通大学学报,2014(1):112-116. |
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| 作者姓名： | 冯海悦 冯东 朱莎 汪一骏 |
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| 作者单位： | [1]中国建筑标准设计研究院,北京100048 [2]北京交通大学土木建筑工程学院,北京100044 |
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| 摘 要： | 目前普遍采用的门式刚架斜梁与柱的连接端板及高强度螺栓的计算方法有较大的安全隐患,本文通过理论计算分析,提出改进建议,以便今后可安全合理地应用《门式刚架轻型房屋钢结构技术规程》.
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| 关 键 词： | 门式刚架 节点 端板 高强度螺栓 |
Reasonable calculation of beam-column joints with gable frames |
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| FENG HaiyueChina Institute of Building Standard Design and Research,Beijing,China FENG DongSchool of Civil Engineering,Beijing Jiaotong University,Beijing,China ZHU ShaSchool of Civil Engineering,Beijing Jiaotong University,Beijing,China WANG Yijun.Reasonable calculation of beam-column joints with gable frames[J].Journal of Northern Jiaotong University,2014(1):112-116. |
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| Authors: | FENG HaiyueChina Institute of Building Standard Design and Research Beijing China FENG DongSchool of Civil Engineering Beijing Jiaotong University Beijing China ZHU ShaSchool of Civil Engineering Beijing Jiaotong University Beijing China WANG Yijun |
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| Institution: | FENG Haiyue(China Institute of Building Standard Design and Research, Beijing 100048, China) FENG Dong(School of Civil Engineering, Beijing Jiaotong University, Beijing 100044,China) ZHU Sha(School of Civil Engineering, Beijing Jiaotong University, Beijing 100044,China) WANG Yijun(School of Civil Engineering, Beijing Jiaotong University, Beijing 100044,China) |
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| Abstract: | Currently,the calculation method of end-plate which links inclined beam and column and the method of high strength bolt have some potential security problems.By theoretical calculation analysis,this paper puts forward some proposals in order to safely use of technical specification for steel structure of light-weightbuildings with gable frames. |
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| Keywords: | gabled frame joint end-plate high strength bolt |
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